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ARIFS#10 <br /> r G n(arms to <br /> r IIt \1HCSS-- <br /> Install Stabilizing Systems "0/2""� <br /> This chapter covers the design and installation of the stabilizing system which secures the home against lateral and up- <br /> ward forces caused by wind. The system covered here uses earth (or ground)anchors and steel straps connected to the <br /> home's longitudinal steel beams and/or exterior walls. Stabilizer plates may also be used to prevent the anchor head from <br /> moving laterally in the ground. An anchor, strap, and stabilizer plate (if used)together are referred to as a tie-down. <br /> Anchors can also be mounted in concrete footings when there is enough concrete mass (weight)to resist the lateral and <br /> upward forces. This type of system is not covered in this manual. <br /> • <br /> Follow the Steps below: <br /> 7 STEP 1. DETERMINE ANCHOR LOCATIONS (p. 60) <br /> STEP 2. DETERMINE TIE-DOWN CONFIGURATION (p. 69) <br /> 7 STEP 3. SELECT ANCHORS (p. 69) <br /> 7 STEP 4. INSTALL ANCHORS (p. 70) <br /> 7 STEP 5. INSTALL STRAPS (p. 71) <br /> ' STEP 6. TIGHTEN AND ADJUST STRAPS (p. 74) <br /> STEP 1. DETERMINE ANCHOR LOCATIONS <br /> Create a sketch of the home plan showing the exterior walls, marriage line(s)(if any) <br /> and frame I-beams (this will be similar to the base sketch created in Prepare Footings, i ' /� <br /> page 17). <br /> • <br /> See Table 21 for a list of anchor locations, types, and where they are required. PagesNeed for a stabilizing sys- <br /> where the requirements are provided are noted in the last column. tem. The manufactured <br /> As each anchor location is determined, mark it on the sketch, noting important dimen- home must be secured use <br /> sions such as spacing between anchors. When complete, this will be the home's tie against the wind b they or <br /> down plan (Figure 61 and Figure 62). of an anchor assembly <br /> an alternative foundation <br /> TABLE 21.ANCHOR LOCATION TYPES system. Where site or other <br /> conditions prohibit the use <br /> WiLocation Type Wind Zone I nandd o Iles II page of the manufacturer's in- <br /> See structions, a registered en- <br /> Frame <br /> Sidewall Yes Yes 61 en- <br /> gineer or registered archi <br /> Vertical Yes 65 tett must design the stabi- <br /> Frame lizing system. <br /> End wall Sometimes Yes 65 <br /> -�_: Flood and seismic forces. <br /> Vertical la. No N/A The stabilizing system re- <br /> Shear wall2 Vertical No No quirements in this chapter <br /> N/A <br /> Marriage line Vertical ;, Yes do not consider flood or <br /> �,> 66 seismic loads and are not <br /> rame <br /> Tag(Jr t Yes Yes 66 intended for use in flood or <br /> ertical No Yes 66 seismic hazard areas. In <br /> Post Vertical those areas retain a regis- <br /> PorchYes 66 tered engineer or registered <br /> 'Iffset Uniti,... <br /> Yes Yes 66 architect to design the sta- <br /> Connect any factoryinstal-d sidewall tie-down straps to a ground anchor regardless of the wind bilizing system. <br /> zone in which the home is placed. <br /> 2 Install interior shear wall anchors and marriage line anchors prior to moving the home over the <br /> top of the anchor locations and then return to Set the Home or Complete Multi-Section Set re- <br /> spectively. <br /> Figure 61 and Figure 62 illustrate typical anchor locations for a double-section home <br /> in Wind Zone I and Wind Zones II and III respectively. <br /> I , <br /> I <br /> 1 Palm Harlbnr Homes, Inc. / <br />